Seismic Behavior of a Coupled Wall System with HPFRC Materials in Critical Regions
Publication: Journal of Structural Engineering
Volume 137, Issue 12
Abstract
High-performance fiber-reinforced concrete (HPFRC) materials have a unique strain-hardening behavior in tension that translates into enhanced structural response, especially under reversed cyclic loading. Recent experimental research has shown that the use of HPFRC to replace regular concrete in components subjected to high cyclic deformation demands can lead to significant benefits, such as relaxation of detailing requirements and reduction in the amount of reinforcing steel. A structural system that is a good candidate to benefit from HPFRC is reinforced concrete coupled walls, where coupling beams and plastic hinge zones undergo large cyclic deformation demands during the design seismic event. This paper discusses the seismic performance of a prototype 18-story coupled-wall system in which the wall plastic hinge zones and the coupling beams are made of HPFRC materials instead of regular reinforced concrete. Computational simulation models are used to investigate system performance under various hazard levels, and system response is evaluated through various parameters including interstory drift, rotation, and distortion of critical structural parts. The simulation results show that the use of HPFRC in place of regular concrete leads to good overall seismic response with enhanced plastic hinging behavior in the wall piers and crack control in the coupling beams and piers.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research described herein was sponsored in part by the National Science Foundation under Grant No. NSFCMS 0530383, the University of Michigan, and a Studying Abroad grant from the Taiwanese Government. Special thanks are due to Prof. James K. Wight and Prof. Parra-Montesinos at the University of Michigan, Ann Arbor, for providing feedback about CW system design and response. The opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of the sponsors or the individuals mentioned here.
References
American Concrete Institute (ACI) Committee 318. (2008). “ACI 318 building code requirements for structural concrete (318-08).” ACI-318, Farmington Hills, MI.
Canbolat, B. A., Parra-Montesinos, G. J., and Wight, J. K. (2005). “Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams.” ACI Struct. J., 102(1), 159–166.
El-Tawil, S., and Deierlein, G. G. (1999). “Strength and ductility of concrete encased composite columns.” J. Struct. Eng., 125(9), 1009–1019.
El-Tawil, S., Harries, K. A., Fortney, P. J., Shahrooz, B. M., and Kurama, Y. (2010). “Seismic design of hybrid coupled wall systems: State-of-the-art.” J. Struct. Eng., 136(7), 755–769.
FEMA-356. (2000). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA-356, Applied Technology Council, Redwood City, CA.
FEMA-450. (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” BSSC, Washington, DC.
Galano, L., and Vignoli, A. (2000). “Seismic behavior of short coupling beams with different reinforcement layouts.” ACI Struct. J., 97(6), 876–885.
Harries, K. A., and McNeice, D. S. (2006). “Performance-based design of high-rise coupled wall systems.” Struct. Des. Tall Special Build., 15(3), 289–306.
Hassan, M., and El-Tawil, S. (2004). “Inelastic dynamic behavior of hybrid coupled walls.” J. Struct. Eng., 130(2), 285–296.
Hindi, R. A., and Hassan, M. A. (2004). “Shear capacity of diagonally reinforced coupling beams.” Eng. Struct., 26(10), 1437–1446.
Hung, C.-C., and El-Tawil, S. (2010). “Hybrid rotating/fixed-crack model for high-performance fiber-reinforced cementitious composistes.” ACI Mater. J., 107(6), 569–577.
Kim, D. J., El-Tawil, S., and Naaman, A. E. (2008). “Rate-dependent tensile behavior of high performance fiber reinforced cementitious composites.” Mater. Struct., 42(3), 399–414.
Kwan, A. K. H., and Zhao, Z.-Z (2002). “Cyclic behaviour of deep reinforced concrete coupling beams.” Struct. Build., 152(3), 283–293.
Lequesne, R. D., Setkit, M., Parra-Montesinos, G. J., and Wight, J. K. (2010). “Seismic detailing and behavior of coupling beams with high-performance fiber-reinforced concrete.” SP-271-11, American Concrete Institute, Farmington Hills, MI, 189–204.
Li, V. C. (2003). “On engineered cementitious composites (ECC)—A review of the material and its applications.” J. Adv. Concr. Technol., 1(3), 215–230.
LS-DYNA. [Computer software]. Livermore Software Technology. Livermore, CA.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 114(8), 1804–1826.
Naaman, A. E., and Reinhardt, H. W. (2006). “Proposed classification of HPFRC composites based on their tensile response.” Mater. Struct., 39(5), 547–555.
Parra-Montesinos, G. J. (2005). “High-performance fiber reinforced cement composites: An alternative for seismic design of structures.” ACI Struct. J., 102(5), 668–675.
Parra-Montesinos, G. J., Canbolat, B. A., and Jeyaraman, G. (2006). “Relaxation of confinement reinforcement requirements in structural walls through the use of fiber reinforced cement composites.” Proc., 8th National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, CA.
Paulay, T. (1971). “Coupling beams of reinforced concrete shear walls.” J. Struct. Eng., 97(3), 843–862.
Paulay, T., and Binney, J. R. (1974). “Diagonally reinforced coupling beams of shear walls.” Shear in reinforced concrete, SP-42, American Concrete Institute, Farmington Hills, MI, 579–598.
Tassios, T. P., Moretti, M., and Bezas, A. (1996). “On the behavior and ductility of reinforced concrete coupling beams of shear walls.” ACI Struct. J., 93(6), 711–720.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Jun 15, 2010
Accepted: Feb 10, 2011
Published online: Nov 15, 2011
Published in print: Dec 1, 2011
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.